Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal road area and diff places of thaltej ward in North West Zone. (Re-Invite). (Re-Invite)

Name of work:- Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal road

area and diff places of thaltej ward in North West Zone.

QTY Item Description Per Amount

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting if

required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff

1 including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. In all sorts of

soil and soft murrum. GWSSB (2022-23) Item no

a 300 0 to 1.5 meter depth. 89.00 Cu.M

b 100 1.5 to 3 meter depth. 98.00 Cu.M

c 0 3 to 4.50 meter depth. 103.00 Cu.M

d 0 4.50 to 6.00 meter depth. 109.00 Cu.M

Extra rate over item of excavation of earth if excavation is

2 8 to be done in wet condition without resorting to pumping but 17.86 Cmt.

incl. of bailing out of water.

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.(Based on Previously approved rate by

a 100 up to 0.20 meter thickness (By Manual) 71.10 Smt

Up to 0.30 meter (By any type of Breaker Machine or

b 66 R.C.C.Cutter machine including cost of operator, fuel, & 177.76 Smt

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

c 14 R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt

transportation etc complete.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering.

Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind executed outside the road site. Rate

also includes spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site is not

a 0 a) Lead up to 1 Km. 23.38 Cu.M

b 0 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 10 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 8 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 414 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 8 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 0 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

Providing and supplying,and jointing ISI mark only standard

length stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision)

6 0 including labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion, grade and

alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete.

a 2 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 2 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 20 230 mm dia 400.54 Rmt

Providing & Supplying ISI Standard RCC pipes (of sulphate

resisting cement) in a standard lengths of following class &

dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC

collar for RCC pipes including taxes, carting, loading,

unloading, etc complete. Including labour work for lowering,

7 0 laying, jointing, RCC pipes in CM 1:1 1/2 of following

diameters in proper position, grade and alignent at all as

directed by engineer in charge. inlcuding conveyance from

store to site of work labour giving hydraulic testing and all

necessary testing as per IS code (RCC pipe Horizontal

cast) (Based on Road Project approved rate /SOR rate)

200 300 mm internal diameter 888.37 Rmt

Manufacturing, testing, supplying, loading,transporting to

worksite,unloading.RCC pipe in OPC Cement of following

class with Socket and spigot joints as per IS 458-2021

including EPDM Rubber ring as per IS5382-1985

etc.comp.As Directed by Engineering in charge. (Based on

Drainage project apporved rate/SOR Rate)

0 RCC NP3 Pipe with OPC Cement

a 200 450 mm dia. 1336 Rmt.

b 50 600 mm dia. 1909 Rmt.

c 34 900 mm dia. 3537 Rmt.

d 34 1200 mm dia. 5797 Rmt.

Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all

9 0 level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per lSI code.

0 R.C.C. PIPES (At any Depth)

a 200 450 mm dia. 171 Rmt.

b 50 600 mm dia. 228 Rmt.

c 34 900 mm dia. 340 Rmt.

d 32 1200 mm dia. 440 Rmt.

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement plaster

inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

Constructing Slab Type M.H. Chamber Of The Following

Size Including Excavation, Refilling, Brick Bats Cement

Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4)

of thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated

Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm

1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including

Cantering & Reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be parallel to the flow)

a 12 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

b 2 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From 11395.54 No.

Rate reduction over item of Constructing Slab Type M.H.

Chamber of size 1.00 x 0.75 mt for constructing slab @

depth more than 0.60 mt below Ground Level (Max. 3 unit

of DM should be reduced in this item)

Constructing Slab type M.H. Chamber of the following size

including excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps

13 0 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC

Slab in CC 1:1.5:3 of thickness 23 C.M., including

Cantering & reinforcement (double jalli at 15 C.M. c/c

bothway 12 mm dia.) but excluding the cost of Manhole

seat cover etc..completed. of Size 1.00 X 1.40 meter

(Inside Clear, M.H. length should be parallel to the flow.

a 6 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

c 0 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From 26867.86 No.

Constructing Scrapper Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick bats cement

concrete (1:5:10) of thickness 15 C.M., C.C. channel (1:2:4)

of thickness 10 C.M., finished 15 mm thick cement plaster

inside (SRC) & outside (only for shaft) in C.M.1:3, finishing

with cement slurry, P/F 4 mm dia M.S Steel HDPE coated

14 0 steps 35 cm c/c at 35 cm staggered Masonry in C.M. 1:5,

RCC slab in CC 1 : 1.5 : 3 of thickness 23 C.M, including

Cantering & reinforcement (double jalli at 15 C.M c/c

bothway 12 mm dia.) but excluding the cost of Manhole

seat cover etc. completed (Inside Clear, M.H. length should

be parallel to the flow,

0 For Pipe dia. <= 1000 mm

0 For Pipe dia. <= 1200 mm

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing M.H./

15 0 Chamber, per 1.00 Decimetre of additional depth or part

thereof. etc. complete. Of size 1.00 x 1.40 mt. (inside clear)

and Depth from.

a 0 4.00 to 5.00 meter depth, 521.43 DM

Rate reduction over item of Constructing Slab Type M.H.

Chamber of size 1.00 x 1.40 mt for constructing slab @

depth more than 0.60 mt for ( MH 2 to 3 mt depth) and

mt for (MH above 3.0 mt depth) below Ground Level (Max.

5 unit of DM should be reduced in this item)

Dismantling of existing Arch type manhole up to Arch and

then Const. Slab type manhole of following size incl.

excavation, refilling and & finished 15 mm thick cement

plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE

17 0 coated steps 35 cm c/c at 35 cm staggered in masonry CM

1:5, incl. cost of RCC Slab in CC 1:1.5:3, including

Cantering & reinforcement as directed by engineer in

charge. Rate includes carting of debris and excavated soil

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM

& reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

CM& reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM

e 0 & reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 24776.79 No

dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From

Making connection to the ex.M.H.in running sewer incl.

Dewatering and other required machinery etc. of following

18 0 dia pipes at any convenient time. All damaged work shall

be well repaired as per instructions. etc..complete.

a 8 a. 150 mm to 300 mm dia. 1339.29 No.

b 6 b. 400 mm to 600 mm dia. 2232.14 No.

Cutting the pipes of following dia coming in the new M.H.in

running sewer including cutting bars, including removing

debris /silt from the M.H. and carting at a suitable distance

etc..complete as directed. No payment for M.H. work will be

made until pipe is not cut completely in all respect.

a 4 150 mm to 300 mm dia. 1133.93 No.

b 4 400 mm to 600 mm dia. 1687.50 No.

Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed.(Based on

apporved Road project /SOR )

a 65 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 75 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 64 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

Repairing damaged I.C./ Raising removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster

21 2 in C.M. 1:3 and fixing C.I. steps and existing chamber sheet 399.96 No.

cover, removing the debris from chamber and carting the

same as directed.

Providing F.R.C. MH seat cover incl. carting to the work

site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x

mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole cover

& frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm

ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame-

600 x 450 mm clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 : 2002 table

Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in C.C.

23 8 1:2:4 and finishing smooth, watering and protecting for 7 750.00 No.

days etc. complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the following dia

24 0 pipes and removing the same after completion of the

connection work as directed.

a 4 (A) 100 mm to 300 mm dia. 199.11 No.

b 4 (B) 350 mm to 600 mm dia 302.68 No.

Providing Dead Cantering using good quality Country Wood

Planks, wall Plate of required thickness and size including

placing the nece. supports of reqd. size, nailing, fixing with

mortar, levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

26 0 trench back filling etc. comp. as directed by Eng.in charge.

a 70 Mazdoor at day /Night (As per AMC Circular No.4) 497.50 No

Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting

arrangement through out the work with necessary required

arrangement. The same shall be removed after completion

of work. (Only for break down work from start to complete)

Fabricating, supply and erecting in position Standard

Structural steel sections conforming to IS 2062 for railing

skywalk, stair, or other works using ISMB, ISA, ISMC, MS

plate, flat, square bars, pipe, square pipe, rectangular

sections, square section, tube, etc. including welding,

cutting, wastage, etc. complete. The rate is inclusive of

welding rod, supply & fixing of correct size nut, bolts,

washers, including one primer coat of red lead paint

28 70 conforming IS:102 Zinc chromate paint conforming to 68.82 Kg.

IS:104 followed by two coat of aluminium paint as per

IS:2339 OR enamel paint of color as selected by engineer

incharge, with all contractor's materials, labour, tools &

plants, in bolted/welded construction as directed by

Engineer-in Charge. The waste cut pieces shall not be

included in the paying quantity. The work shall be done as

per drawing and specification. The work shall be carried out

as per IS:800, IS:816.

Providing TMT Bar FE415 reinforcement for R.C.C. work

29 100 including bending, binding and placing in position complete 75.46 Kg

upto floor two level (upto 10 ton)

Brick work using common burnt clay building bricks having

crushing strength not less than 35kg./Sq.Cm. In foundation

and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine

sand)(B) Conventional.(R & B Building Road Bridge SOR

2021-22 Item Code 06001BA,Item No.as per NBO-6.12

page no.64Dist. AHMEDABAD SOR 2021-22

Providing15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brickwalls for interior

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

32 20 Reinstatement of Asphalt road using the same material. 103.57 Smt

Providing and Casting in situ ordinary cement concrete

M200 for R.C.C. Raft and cutt off walls including necessary

33 4 shuttering laying, vibrating, ramming and curing 3672.30 Cu.M.

complete.(B) Walls, fom top of foundation level upto floor

Labour charger for lowering existing Ventilating column

safely with the help of required capacity of hydra crane or

any type of required capacity of crane. Item also includes

34 2 welding machine , gas cutter , electric cutter , breaker etc 5803.57 No

necessary machineries required for this work with out

damage and item also includes carting the same to the

AMC store. etc. comp as directed.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

35 10 (1:6) with 40 mm thick IPS flooring in the prop M15 at 3110.80 No

bottom and 15 mm thick cement plaster inside the catch pit

in the proportion of CM (1:3) with out jali etc. comp. as

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with

36 10 frame 600mm x 600mm clear opening etc. comp.. As 1377.64 No

directed by engineer in charge.

Providing, laying and jointing in true line and level UPVC

37 0 pipe (SCH-40) of following dia. Including fittings of standard

make as approved by Engineer-in-charge.

a 2 15 mm 75.43 Rmt

b 70 25 mm 95.36 Rmt

c 4 40 mm 153.79 Rmt

Providing, supplying & fixing to wall ceiling and floor 6.0 kg.

F/Cm2 working pressure polythelene pipes of the following

38 0 outside dia. Low density. Complete with special flange

empression type fittings. Wall clips etc. incl. making good

the wall ceilling and floor.

Hiring of Tractor with trolley considering 8 Hrs. As working

39 14 Day hours inclu. Driver (GWSSB SOR-2022-23 Section-2E- 2104.09 Day

Miscellenous Item No.7)

Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc. comp.

40 8 (Shift for Eight Hour) (For Each Pump Set, No payment 600.00 Shift

should be allowed for non working condition of machinery)

Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro transportation,

laying of the delivery hoses as required, lowering and lifting

the pumps as and when required etc. complete. Set Do As

Directed. (No payment should be allowed for non working

condition of machinery)

Hiring and operating the 20 KV 3 Phase Electric Generator

for operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do

As Directed. 8 Hrs Shift. (No payment should be allowed for

non working condition of machinery)

Providing & Supplying JCB Machine on rental basis in case

of emergency situation and break down type work & also

during unavoidable condition as per instruction of engg. in

charge, rate includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for

non working condition of machinery and for pipe line

excavation and laying work)

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery

and for pipe line excavation and M.H. work. Allowed only for

break down work)

Total Estimated Tender Rs.